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I . �, ,• ,� DV1Ps�C�'� Gu'C'4,�G,•t' �r�+i l�'+ti3�4� r�t�°1� , , •�____, r�U1 �vp I� �VI IJ � X ?W l 0�'' OOQ CA i - rAi rt y 4- J ,iz ,�►-• w� �i,/ �7 L eo•�� _ ���(s c�.0"�_ � �" �g7 7 � �-0�IDb, ; r c, �, 1. � � -•�— � r,l / r . G' *f -- , _ f i,.�' ���x �v v� ���-�-�:.t p �, ..� � •_.__'�' ,t�tl c, x w r �!� ��Y��°� St�W w� _ ��.-- �(/ �1f� ►}Doi- GL �` k��' \ 'rfc U y'�-!• ,'�y c . "{ 1� G'fv '/'T'' / -f~-_--_!1���•- lel 1`Wi t�lL�f�•t ' �� i 'r" !� = - � � ,� �����•,�o�� b�'o-��.rt"1 fis�1.- '�, �1 C • ,�/'�' � ��t(��- �l�•r�''`�K 1 x 4 x �/6,�L �,K,�k Ltr+T'rG�.• I ____-•__-- -t��t�.•1►� �•�� K�YP ��Ut,O'�� �, �v!�. ,( r� ;�_ • �l ,` �`,�N ° I 1�-M ��( v �'�� �' n�►�I , (.o�rJ .� �ar,►� -(`�P�.- x law e� •. �<<<..�;�1��, Yti-r' • C7/�t �} t�j n4OvlC � lN( It. lN�i1^.V j�' I-t< b 7tUSl�� - u J KV, !. lit t+ ,c (0 C� I u r, ,'_ u RAW N lk 0 1-4-1 -T ©� (�. 1�"I t A w . CHECKED ! � �x r� -r-� r�,; c�-��l�i :�rJ ' x�'ht;�,a�..��t't'•� �/z " `vx / � �, c�( ��. v1t> ' r� •p PROF �-DATE/ . \k rORE, CON - 1 � SHEET 24 6 of 16 ,���, �-y�► 1 � 'S' RC1•. ,�<�Z 68th Avenue, 12585 r M BUP 96-0043,MEC 96.0018 ilHE�t• SIT 96-0001,PLM 96-0027 OF!At1AlOYlI�gN/► NO. fNA•It�tlA�••' If ibis 11olice appears clearer (11;111 the I,77 document, the document is of marginal quality. ji+I+I,I f+li . .. #: -_ + >,�+i+i+F���ii . - �J1liC D � ��iiliiii ii++h�t +i�ilt�i ._ w: -.:�ii+t +►tll+�ii +!ul++�i ++nl+�ii��+�iliili�+�iiliiii i�iil�nilii�iliii� +iiiln�i�unllni��lnl�ill►�liilii,l+ilnli,ii u�li�ii ui�n�� ►tire, .-_!'_ REV1810NI5 BY t v I w , vo -+ A ' �.�.. --7Z, 1 � 5 -jot f ill tl t`J _ OAAW ' �^ �/�.�'', ���t� 1 �X•T'�t`-K/ _- CHECKED ATF . b•' >OCAL E J O Iq tN/10�. ( ` =MEET 68th Avenuo, 12585 7 of 16 BLIP 96.0043,MEC 96-0018 SIT 96-0001,PLM 96-0027 4Mromm"wrwrwrrr NO. 1 f!•A I e X 2 4� If this nolice appears clearer (11;111 111(- document, hedocument, the document is of markin;ll qu;►1:ty• !!i!►��I I�! # — �j III11r {I!I�li�+l�l� f iliiilr��l�l� i �i�liii��iiii c�i�iii���f�i fl�l► �,1 �c.► _ —}�1���l�i� „ ; . 24X Nil t • REV1910NB BY VENEER ANCHOR •-`—seRw(y CWP -- 0 CPA 6M AYtt!`Yr C"r wlt- c411-k""QRS610";}`OAT > (PAT.PFadGI ss; W • I � �r 1fit • % 10 GA OU"10M ull 114 61— GEISMIC WA 313 Y ~ \��� MAN fWAM New! Fully Tested Swrwavodr W"14rou■wAtr,,.lge.�slws•aln+w �\ 01 Veneer Anchors DIA 219(pdtenlod) On test ufe sar^t`AP wl la�roods•&N AMd/Iver D/A 2 1 qAu DIA 21:1 w dttyrfed As be n,Wtd Dthwd 00 In Ag rs YOMd j \ U t JIA I13 Asatmt Yes wdn CMurhrd.ytH<u Kept SIeH Ilene It j l 1 rl i I I'; ` � �w�or�d 1,1!1.t deeclly 10 nb sMel srw w e.lrlu 3ANuurp tlyt paalfe etHA , y t (� (AIwrilltwoxrt.%1.st.el;Iadapplu-3llpl lWwsronWdec4wllp putt MW&"6W C, • ( V •(VA t it PWe Av Allik n 11 yA It Ill W12 pA(I hwa) LN (hq ptplutl hAS lNen erlynened a01tJl it crew ptivnler 100. WA?I.1S SILKSltal(.WJvMls le.�11pA f2 I"A Jr 11 yAI) lupWmglASn pvnm) OTE:IN 1N D WAI it<InruntddS the u:A ul Wnt ca pdi�1M-[•ADA IWA .U1A 2IJ ASternO•et rvAr4DN e,theSo 1)Ur 3w genet simle'.,:leel(il9%)SufwS k0owl hrMstw.itt ,11T FIXTt)r2E IUs.21 l BS. -,iA•-_1C(�(� i, - •DoA 21)ASSant�s LW10',weh AI:I 530 1 HOCA Still rr¢I it 9AWAIntM hW Ihp.SlAnkif SkN 1pwy uWlrnp,SUi � ,-__• i t � tK lilt rllecWed •l)!A S:!J.s atlydrKd hr Oe Attr nml lu Mil,cSalcltM W brl►S ur dill N M •St tmlt I:onAnlunt u:r U,A tI J wdh Sn.rnK SIKI ywlpt uW W,,t„� HAXrIL" LOAD 334 LBO.CAPITAL TESTS MUib ' 0,114 LOn:'f' "Il st�snu<[,Jul a palet rad • Fultv Inud.tall we resuus -, - - ``' n •t 11 r. 4 i -_ - ._fit ., . _•_ G�n %Y���., �� o r� u.,. ` r ,,` ''- `_1 SUSPENDED CEILING STRUT 1 �hi"-� -1-1 ry`w`r 1�•� �_ _-___ - -_EVA S401 SEISMIC aA$213 .-..TWA SAW 0- It Adjustable Veneer Tie Assemblies orlWY/Any uv-Iv wen UunnnlAwrn *Oh W wehuot Intulelrun Il 1 = For Restorationsn"'l filled I't'me;,real Akd odes:.S.Inled b4W putt.")"nit 4usiuy cAiwt Knt ut it he I'd ee Ill me nAd:nM to Mn dgyled d I f..•,t e:SNhLbtS.It en(lurreitd IO AeOrr Mw rne:aniy v!netrt IJ Ue ,yAlrAarled er�•1 Sl.linrc4t,ITN I.l�.tlKt w e `�Ov►ki y I.ef IC t.i:4n9 ht•IS.,Wy ur.,Irel.lt shuclulvt Ific"rill t:e usal I'll g V Q u/A��r�L 1,;� „e/` ?o �r 1"i UNIFORM BUILDING CODE '' ADAAG 2S v 1 o \. v ca3P w`bqb N3 Nofyb0Je� 'SI► wsWf. x /�• Qt � ....... r•r.A s•at GENERAL_ NOTES. AvA� 'G • "i '"/ o� �✓ _ „- __ St rn 'r'uwltalMeurlDr.�cunt ADAAG.'J.32 \� CONTRIl SHALL VERIFY ALL DIMI!JSIONS AND CONDITIONS ON ,s,k 24p..t.,.t ; !-^ to DRAWINGS AND IN THE FIELD. . at! - �`-I--=9rab bar t\ CODES ANO STANDARDS UNIFORM BUILDING CODE !991 EDITION - 1 v y' ROIJkrS - 25' Mn ° .' a • r- - tonet Poll AMENDED BY THE STATE of oREcorr ALL orHER LocaLl. AND '� � STATE BUILDING REGULATIONS SHALL. BE APPLICABLE. L l.t[wl Pit Run x 1" Mh>u1s LXovel- >,O �Ia \) -n.bc cxie RHInFor[.mer d QJ�S wby rKJfL:a 12 M(305 rtwy r leer Ilea bel Is i ALL BIDDERS FOR WORK UNDER THIS DIVISION SHALL EXAMINE TTI E. Geapttlrtus, os K.Arlu tiU---% i o�\60b,Cf d°"e'^dt"ot \ o• - f / l P (nl l-Ni ti`_ SITE. THE SITE SHALL_ BE ACCEPTED IN Ii5 EXISrINC� CCONDITION, B Fl9ntnppro.dls•_g,t,l„�po«• AND NO CLAIM SHALL BE MADE F'UR AN'( CONDI i ION NO", Si1UWN o�\ PWWsfM. tiah sw. , II ON THE DRAWINGS. � e•Min D1trNth ................................... ';;'"� STIPPiNG: STRIP ALL EXISTiNC, TOP SOIL IN BUILDING AND PAVED AREAS AND r)IPOSE OF IT OFF SITE, OR IN PROPOSED LANDSCAPED (-.;,RAVEL C:ON57(zUG1IDN EPJYKANGE AERAS Til MAY BE 1 fpw.31-Uvt1aYmom MISS eMegnces FILL MATERIAL. PLACE FILL IN LIF7S NOi TO EXCEED 8" 1ND II>zlnalra�unflaa�WltuterrWWW..Wfr� COMPACT TO 95:: STANDARD AASH i J r 180 UNDER FLOOR SeYW(I3TonWWWWI \`I T7mIn AND PAVED AREAS, ENGINEERED I IL_t_ MAY By iJF11 ilED IF ONE ACCESSIBLE PARKING SPACE IS PROVIDED, IT SHALL BE NCITLf� mnWlWf6oerh« 430 - UNDER RECOMMENDATION 01- A SOILS ENGINI ER DESIGNATED -VAN ACCESSIBLE- AND SHALL HAVE AN ADDITIONAL doom 1 yln(1t2loWW»tan SIGNIOR20 601 MOuNiEU BELOW THE STANDARD SPACE PARKING I <W.« •• s1GN(oRlo-bel. ENTRY SLOPE Of WALK NOT TO EXCEED I'•VERi- IN 12"HOR1Z VAN ACCIESSIBLE SPACE CAN BE USED BY ANY VEHICLE WITH A HkWSWAppe-ch--StNrilingDoom • r� ABRUPT CHANGES W HEIGHT SHALL N07 ExCEED !i4" DMV MASIED PERMIT 36• met. x ^ THRESHOI DS OR CHANGES IN LEVEL GREATER THAN 1/2" PHYSICALLY HANDICAPPED PARKING SPACE TO IE IDENTIFIED ALN t -111--m x IW S.A. �� ell SHALL BE RAMPED I VER r IN 12 WITH A SIGN AT LEAST FOUR FEET ABOVE GRADE, NEAR TILE I �t~ F-1- SPACE SIGN 713 BE t ......_........... 7� MARKED WITH THE INTERNATIONAL. SYMB`L .. - - •• OF ACCESS AND HAVE THE FOLLOWING WURDS IN AT LEAST ONE EROSION CONTROL NOTE: INCH HIGH LETTERS ALL WORK UNDER 11115 PEF7!,;i"l 1WIl L REQUIRE SITE FRSION C.ONTROI IN COMPLIANCE WITH 11.1 PROVISIONS OR OAR 34U-41-45t) SITE « " TE U EROSION PLAN TO BEAl PiIOVED AND CONTROLS IN Pl_ACE PRIOR -- �- rune IIAMP W/ l r-stM11370wenl-Wr*V 91001 has � t TO CJN i I�UC TION 16- 1 tt figure n-1Ju,tyre .11..Goes_ wt MOTE HOT>:Y1wti1t2�D.WnvtrW►e...,aewhes --- ��-- ltah era sew weer. i to.t3 _ S So• • r.n le• ...,_ ►Allellf, v11" Ill �,� � ACCESS - - •• PANTte 10 � 1` usAK t o n rill, [my ,Y: r s vets La"tit A�Iptoed>v_>��Doers Le,�"—` � DAAW ride' f►ieC D VQAi3rl 3U•l[r to -s eJa for lova for•y ipV11L t]A•te sit MOM AS Amon in f,A.Vvw rfeN ws eu•ts Arlo w r Iwt t:vr�MN M derencelt lior htlre eppeoeatea U, ID sew IAot.e C N e C K H 0 ar •I102• Flare �l»Mv.,n,�I .,. 1�C �_.&_ C R A BAR _C L A R A i�C E S ' f a..- �,.�T,Ar,... wu rams Dare vim- if3TR�Ftp 00 Ala ACOSSIll - ACCESSIBLE PARKMVGSPACE iP{�1t`jc SCALE' f' x o� /� •� Y� JOIN NO17 . 43, ._ C/l`J Loy- SHEET 68th Avenue, 12585 g of 16 ()A ( BUP 96-0033,MEC 96-0018 SIT 96-0001,PLM 96-0027 t•C� • • v/ 1-, r�Cil 1/ 40"=WtFAWOfA/► NO. INA•IAIIlel OF SHEETS If this police appears clearer Ih;Lll the — j document, the docurllent is of marginal qual.,ty. ttlAi . � i Il n1IIIi iii r { I I f r i�i�� ����� � oi�i�i ���I� ► (1111g. �' IIIICii 1eer � ( � f � � � � ( [I I ' � I ". � II�IIII i(Illiiii IRIIfN00, IiIIII (IIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIiIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIlIIIIIIII IIIIII�Ii iilllllli ifi{ t "� t. yll:. �awM• .rYil►..f..YOtl� %kim G Ambi- ..*84 aDVmw*.grla�Ru:i/�M. REMSONS BY RENSt PER c7 REVIEW WCS O 4/97 EX. STREET LIGHT3/11/11011 0 REVISE PER CITY REVIEW WCS ' -- II REVSE PER CITY REVIEW WCS I ELMHURST 60.00' I I ST. HERuOS� WAY 3 � LJKLINZ � � ST, t3EVELMO ST.30 0LLs��T�T. m U PHIL LEWIS FCURBGSCHOOI. GONWr.1 s-r.?.S" EXPOSURE2.00X 3.75X -----.� 7.50% STREET I *4 NEW CONCRETE EX. CURB AND GUTTER � � I � I _j I �.` I CRES'T`1EW AVE. EX. 04ERHEAD FACILITIES TO EX. POWER POLE ON SITE I a FRONTAGE SHALL BE PLACED 3 I PROFILE OF DRIVEWAY CL VARNS ST, UNDERGROUND. / I iv NTS I I - -- - � X I w I W o NEW LOCATION FOR I MAP D r s EX. POWER POLE VICINITY AI IVI v - - - - - - - - - - - - I- I W REMOVE EX. SIDEWALK AND CONSTRUCT a Streets: NEW SIDEWALK TO PROPERTY LINE U) I I I 1. Construct sidewalk and driveway ramp per standard city details. ,J RELOCATE EX. 00 POWER PALE x 2. All wcrk shall conform to City of Tigard, Oregon, Standards and DEVELOPER, CON7RACTOR: '1'Z I Specifications. Note the attached Drawings and Details. J.T. BOTH CONSTRUCTION S & N CONSTRUCTION CONSTRUCT 24' DWY N j 3. A public improvement construction permit is required from City of Tigard. 12540 5W 68TH AVE., SUITE B 2070 RIDGEPOINT DRIVE PER CITY STANDARDS I 4. Notify City Inspector Lelia Thomas (0639-4171) 24 hours before starting TIGARD, OR. 97223 LAKE OSWEGO, OR. 97034 , •I PHONE: (503)-639-2639 any work. -N- f CATCH BASINS 5. Access-to and egress-from parcels of land adjacent to the work area shall be ( �•� ( IIF RIM EL 262.58 \1 J IE EL 256.0 maintained at all times. Pedestrian salety shall be provided for by the I z I contractor at all times. 6. Removal/replacement work and damage repair work shall be promptly - - 1 initiated and completed to the City's satisfaction. No work shall be Z ! f` - - - - - _. - - - - - - - - - - - - - -_ - -- � -� - considered complete until it is accepted by the City. The City reserves the I a I w\ EX. HYDRANT right te, cause testing and certification ref work or repairs to be performed, to M 3 ,� the City's satisfaction,at permittee's expense, w/ CONSTRUCT 5' S W Z62 .70 / Q 7. Erosion control shall be provided for by the contractor. o55.20 TO MATCH EX. CURB 8. Notify utilities per ORS 757.541-571. �V s.o' .GB.AR = I 9. It is the sole responsibility of the permit holder to provide for proper right-of- RIM 257.70 INSTALL STREET LIGHT entry (and/or casements) prior to starting work. Proof of right-of-entry 6" IE-255_20 I ~ ONTO EX. POWER POLE 5.o' _ co 3t o0 PER CITY STANDARDS (andior properly executed casements) shall be provided to the City. The City _ RIM 257.76 ! shall in no way be construed to be liable for the permit holders failure to 8CON C. 8" IE 254.^5 SCALE 1 = 20 obtain or provide for proof of right-of-entry (or casements). L=31.01' �_ 10. A sewer connection permit is required to be obtained from the City's RIM 257.75 -- S-0_00_64 8" CONC. / I Building Division prior to connecting to the City's sewer system. 8 IE 255.15 ; L=66.60' --HORIZONTAL CONTROL FROM SURVEY NO. 11. Utility relocations, modifications or repairs, which may be necessary, shall be I I S=00.006.0063 P.S. 25967, WASHINGTON COUNTY RECORDS --VERTICAL CONTROL FROM OSHD BENCH MARK performed in a timely manner at the pcnniticc's expense. I I I 378, BRASS DISK SET IN CONCRETE CURB ON 12. A hard surface patch is required to be placed at the end of s;;Lc1i day's work, S.W. CORNER OF CONCRETE BRIDGE ON 72ND on all trenches in public roadway. CONSTRUCT AVENUE OVER TIGARD FREEWAY STATE HWY N0. I I 2.5' -- RIM 259.5 ( 13. Traffic control must be provided for at all times. A traffic control plan must 5' WIDE AC I RI IE 9.5 53 ( 217), STAMPED "Y 614" ELEV. 255.397 FEET. be submitted to the City for review and approval before any work may begin. CURB RAMP ONSITE TBM IS IRON ROD AT SE PROPERTY a CORNER, ELEVATION 257.85 FEET. 14. As-built drawing to be provided to City of••figard by l:nginecr. I691h Commercial Site 95.054 2.27-96 I " 8 CONC L=73.48" S=0.0065 }-•• I I" WATER METER 1" SERVICE TAIL I �` PROPOSED BUILDING FFE = 259.00 6" PVC I �` I IE. 253.48 6" PVC L=30.00' �• S=0.0200 ,r / RIM 258.05 IE 254.05 I TEE INTO EX. LINE (S. W. PER CITY ST NDAR S GONZAGA STREET) - - - - - - -- - - - - - - - - - - - - - - - - - VACATED 93-101917 10" CONC. ` J EXISTING HEDGE L=9.09' I / S=0.0055 -O-E: I I THE NEW STORM DRAIN LINE R.O.W. LINE ! j SHALL BE A PRIVATE FACILITY I I EX. 12" STORM LINE NOS; STEEL PLATE CATCHBASINS SHALL NOT BE LESS THAN 10 GAUGE WITH WELDED SEAMS WITH SLEEVES ATTACHED FOR ALL EX. STREET LIGHTING IS CONNECTING THE STORM DRAIN LINES. ON EAST SIDE OF STREET. .�''"~ .• NO STREET LIGHTING IS CATCHBASINS MADE OF CAST IRON SHALL HAVE A WALL Ovid „•..• Q �tp� .- : PROPOSED ON SITE FRONTAGE. THICKNESS OF NOT LESS THAN 1/4- WITH SLEEVES ATTACHED FOR CONNECTING THE STORM DRAIN LINES. CpntStittC'1; .0*''' ' t STEEL CATCHBASINS SHALL HE ASPHALT COATED INSIDE & OUT. FCr ?f,;rcj' //_X "ter..-"` U CONCRETE CATCHBASINS SHALL HAVE A WALL THICKNESS OF 4" ` & BE REINFORCED WITH #4 REBAR A 6" O.C. ,*p. Z RIM ELEVATION `�. w I SEE PLAN ' H M INVERT 0 l� SEE PLAN U 2 FOR CATCHBASINS ARE TO BE1�`� ti\y1 a O I ( SIZE & ELEV. PREFABRICATED OR POUREDr . h.•�V,J 5c .� IIN PLACE. �p I � ►.. OIL TRAP WITH 4• A,� �rr j ( CLEANOUT 6.0 r O I �ESTREET LIGHT LOCATED AT NE ID PROs- CO �1�' AES. sS� CORNER OF INTERSECTION OF 68TH NG I N I AVE. AND HAMPTON ST. 0 DATE JAN. 1996 CB 4.2 & CO 4.1 12,82 T ti 1 I I CB 3.2 & CO 3.1 �� >� SC&E 1„-20' + e to x\ ORE ON DRAWN LD CATCHBASIN DETAIL � &6• NTSqS J S\SJ JOB 95-54 CATCr RIM EL9016 B S61N 68th Avenue, 1258,, 9 0 16 T 9UP 96-0043,MEG 96-0018 LE. 249.86 SIT 960001, PI_t,A 96-0027 OF 3 9*3E7S I' If this notice appears clearer than the docurneitt, the document is of nlart;inal qust':ty, ��•l.Illl�;I!�I{ , �m! + :za :` t�#��t�l�lil+I �1lI�Illtlt�t � �Itl��!<<IlI� ! !I!r!I!�!I!I! � � �lllll��Ill! !J!IlI�(tJ�lt t 1���1I�-{1.�1l�� �_��' . �.#�tltJtl�i► _. III NNE, of Illln ���Illlil �ti►IliA Itij I ►tirtl�i�l tml►nl !►nlulllul�l�llllllllllnllullllul ul�llnlllIii{IIIIIIInlnlilnllllllllnlllull►nllllnlllnlbni �►nl� ii ul�lum�ti� TIM" r rr� REVISIONS BY I I Control: REvISF PER CITY REVIEW :zC Summary /011 I I I I 1. The intent of the requirement is to prevent siltation from reaching storm drain systems and drainage ways. 2. The minimum measures need to be n+ade on all projects, a) A gravel pad, at least 50 feet long, is required where vehicles will leave the construction site. b) A sediriv. barrier is to be constructed of draw bales or a sediment fence where noted In the details or where sediment will cross outside the work I J 1 I I area. 1 I c) Where excavated material is placed on hard surfaces (such as streets) material trust be broonled or scraped clean as soon as possible. J S I d) Riprap exits from all culverts and storm drain pipes draining into the 265, I-EcuRe° ! ditches or swales. Riprap is to be Class 50 riprap or larger or as noted i I I elsewhere in the plans, r ^ I-- - - - - - - - - - - - - - - _. - - - - - - - - - - --4 I e) Reseed or cover disturbed areas as soon as is possible and practical but no I I later than the completion of construction on the other phases of work, V f I I i I Erosion control measures such as hay gales and silt fences must remain in place until seeded areas show growth substantial to prevent erosion. � uAr BE USED SHORT ,ERN --- ---- - �- General: \\ I \ ` 2PW HI WORK AND G 65 w I \ �PHASI5,NGNG Dr DC�CLOPMCH, Z 1. Approval of this erosion control (ES(:) plan does not constitute an approval of permanent road or drainage des;gn (e.g. size and location of'roads, pipes, 1 ��. restrictors, channels, retention facilities, utilities, etc.). � U \ - 2. The implementation of these L'SC plans and the construction, maintenance, \ I I � � areplacement, nd upgrading of these ESC facilities is the responsibility of � O I t'il • ,_ the applicanUcontractor until all construction is completed and approved, and EXISTING CONTOUR I I ~``�,,. vegetation of landscaping is established. - - - - - - - - -- - - - - - - - - - - - - - - 3. The ESC facilities on this plan must be constructed in conjunction with all o I 2AC 2AC CATCH BASIN AREA DRAIN � �c 2so 9 I J 260 AC AC ` ,1;':: 263 26'.511 I QTS NTS clearing and grading aChV1tICS, aI1Cl In SUCK a manner :1S t0 CRSUCC that \ \ .`.I'Y •;;.:.. AD � , sediment laden water does not enter the drainage system or violate J applicable water standards. GRAVEL \ CONSTRUCTION .• ~ I''' '�`~'.:'' I 4. The ESC facilities shown on this plan are the minimum requirements for �,. 1. i SEDIMENT Ac _ ENTRANCE k'.;; : '.'. . . . . _ A A anticipated site conditions. During the construction period, these ESC L • 259.65 1 � ` J FENCE Ac C.7o _ ` 264. N`:f:'.,:.; ': site 1 I _rLOV facilities shall be upgraded as needed for unexpected storm events and to �7 I I 2eo.10 262.e4 I ensure that sediment laden water docs rot leave the site. I 259.70DAC 26AC � n' l I I 5. The ESC facilities shall be inspectrd daily by t le applicant/contractor and J 259.30 x261.20 J Ac \ AC maintained as necessary to ensure their continued functioning. I LUPLAN_ -�1' 6. The ESC facilities on inactive sites shall be inspected and maintained a J _ T minimum of once a month, or within 24 hours following a storm event. 7. At no time shall more than one foot of sediment be allowed to accumulate - - - - - - - - - - - - - - - - --- - -- - - - - z _ �� .' Ld .� within a trapped catch basin. All catch basins and conveyance lines shall be WZ ; FLov prior to n operation shall not flush sediment M 256.40 \ �\ .10 -- cleaned paving. The cleaning� � I � ^�A o:,[.1'eD,�w p 1 g o p \\ 1 I a Ac Ac ` Q laden water into file downstream system. i I LAJ 25AS 25e.so _ _ \ a . .1 "1 8. Stabilized construction entrances shall be installed at the beginning of C I 3 25e.25 \' %c 9� 1 i I construction and maintained for the duration of the project. Additional Ac 1 SECTION A-A measures may be required to ensure that all paved areas are kept clean for the Nick J o �2s . _ ce"70 -- ----____- 0 I duration of the project. DITCH INLET I 211 5 7.05 \ 7.95 \ -_ NTS - - Seeding/Mulching: \ \ I B t of i l ter Bags 1. A.11 areas disturbed during construction to be graded to drain and compacted SCALE 1"=20' TECHNICAL GUIDANCE HANDBOOK Temporary to a minimum of 90% of AASIiT0 T-99 immediately after installation of i 1 • Detail Drawing 3-7D V) /I ( r,L[ DO-W,RIC CII Iqo, ,: utilities or grading. 2. Recommended Seed Mixture: 809/0 ELKA Dwarf Perennial Ryegrass and 256.40 _2 AC � 1 20% Creeping Red Fescue, by weight. Application Rate shall be 100 pounds A Z \ 2 �, I J I ' . . minimum per acre. Ar 56.25 2 Q Zse 25e.4o 56.40 zsa.4o 3. Fertilizer shall be 12-16-8 with 50"10 of the nitrogen derived from UREA I Ac Ac c Ac x I I I FORMALDEI IYDE, and applied at a rate of 400 pounds per acct. ,1 4. Seed and mulch at a rate of 2000 lbs/Ac with heavy bonding agent or netting and anchors. Mulch shall be a wood cellulose fiber or other material suitable J 255260 I for hydrornulching. I / 5. Temporary or Permanent I-lydroseeding or acceptable seeding and mulching I / I must be provided whenever perennial cover cannot be established on sites I j I I which will be exposed for 60 days or more. Z i \ PROPOSED nUILDING Sediment Fence: FFE 259.00 i _ - - - - - - - - - - - - - - - - - - I. The filter fabric shall be purchased in a continuous roll cut to the length of the barrier to avoid use of joints. When joints are necessary, filter cloth shall be spliced together only at a support post, with a minimum 6 inch overlap, I SEDIMENT \ RAO 1V5 _ 25' VIN. / _ i�� and both ends securely fastened to the post. I FENCE \ CLEAN PIT RUN CR �_-A„1,1;; GRAiCL •/' 2. The filter fabric fence shall be installed to follow the contours, where I U f SUBGRADE PEI'.FORSURN, feasible. Then fence posts shall be spaced a maximum of six feet apart and IGED'E,TILE, A; PECVIRED ! 10- driven securely into the ground a minimum of 18 inches. (S. W. GONZAGA STREET) BDEPTH 3. A trench shall be excavated, roughly G inches wide by G inches deep, VACATED 93-101917 upslope and adjacent to the wood post to allow the filter fabric to be buried. i N I i0, AIIN, SII.GLE 'AWLN .,UPLEA RE51J_',' +, Bury the bottom of the fabric 6" vertically below finished grade. All areas of EXISTING HEDGE I filter fabric trench shall be compacted. 4. The filter fabric shall be installed with stitched loops over fence posts. The Ifence post shall be constructed of 211 x 2" fir, pine, or steel. The fcncc post J I must be a minimum of 48" long. The filter fabric shall not be stapled or I, attached to existing trees. I i I I - - - - - - - - - - - - - - - - - - -_ 5. Sediment fences shall be removed when they have served their useful purpose, but not before the upslope area has been permanently stabilized. 6. Sediment fences shall be inspected by applicant/contractor immediately after I I I Gravel Construct t on each rainfall, and at least daily during prolonged rainfall. Any required i 'TECHNICAL GUIDANCE HANDBOOK Entrance repairs shall be made immediat:;ly. 0 Detail Drawing 3-,A Erosion Control 6/29/75 Z ':L[ DII•l1:1.151[C,ON, .P•nn C; U1•u u1G D11-1• 101 Wm � 11/ y FILTER USE STITCHED LOOPS O I I I FILTER FABRIC MATERIAL � (Q Z FAIRIC OVER 2"x 2' POSTS d 36" WIDE ROLLS MATERIAL a D (� I _ I _ Gl I 1 CZ z a 0 Z N I I I N I � n '-T � - `r CO Fri •f I �� 1 , .( i , I 11 ' 1 Z - ~ G'MAXIMUM SPACING I v FRONT VIEW SIDE VIEW a � NTS "1S co Ila to ;D PROF wf9 -ANGLE ROTif ENDS or FiLTER rAPRIC ��� G i N FSS DATE JAN. 1996 u a FENCE TO ASSURE SOIL IS TRAPPED �N EF ,- 3 / ��` NOTES 12 820 °2 SCAILE -/1255 I j ` I. VERTICALLY BELOWIFINRISNEDRCRADE. •_�FABIC 6' W r p TT I 2\.�' 2, 2.1 2' FIR. PINE OR STEEI, DRAWN LD 255 3 'n FF.NCF POSTS. UO�EGf N 7 IPiTFRLOCKED 3• STITCHED LOOPS TO BE INSTALLED �(1D A� �_ LIT 2"T 2•' POSTS I n UP LL SIDE OF SLOPE, �6 9'") 54 N ro AND ATtA.14 A. COMPACT ALL AREAS or FILTER FABRIC � 141 T 0 P VIEW TRr.NCN. qs J . SHEET 6;t' .nnue, 1258!', 10 of 15 BUP%,n043, MEC,)r op1R --- - - 2 SIT 96 IMO 1, PLM 0027 0F 3 SHEETS If this police appears Clearer 111;111 the document, the docunten� i5 of marginal !I►IIii!Il ��i �is 411 : .� s�_ � ► 414111 Jilllllil� flflllllllil1 � {111111;11111 iiIIIIIJIIIII ► ► l►lili�llili i illlililflflf ll►�faL�ilfl�.. �>�###ilflllf IIIIiiI fi1111H1 iN1lifil i iiN�llll llll�llll Illl�flll) � I � -. - - tFf •: InIIiIIIIIiI (Jlliinlllln Irl!Ilnllllllllllllll,llinllllllnlllnllllllllnllllllllJlllllnl Ilnll►II n716-14, ml1rr . •,� �!f 'fill� I . 1I .`��.. ";�6.. �I•�l.. .�•- A:,, S. _ .. YNi,+ ,. ..'EFS':ia.._f,r a1 .. !—•r+++�•••I•�. �Y� P` „..ro,+ .-r....;uC, -,... ,,, • ... -_ ' "-k:..�'•:," � a,'..-4aP- .., . ... iC.. Yd1 rr.CroW l!r.���r.. •,. .wnomr u��I .. � 4,1 ,w fft,tl• ,y,. �I�• �* ,�.,.�-...r r. �•r . r ,"+ 1.,1( • ro4�,, � "•mow'„ vy� " 7.`.'ATE•5....,�i.. 9'.?jB'1,...••FAi If67li1E1111^•e1r��u TF, � � K. t„IME'M•YInE;J: ...•iYl�.a.•17��i�RiK,�'.. ,���•�••� REVISIONS BY 30'-0' MAX, 10'-0" MIN, �J (SEE TABLES) CURB JOINT I EXISTING DRIVEWAY I 5' MIN. -- -+I SEE NOTE 5 ROW I VARIES WIDTH VARIES I ' I MIN. 3' A.C. IN 2 Uf TS -(SEE TABLES) ----- MATCH GRADE ''z"213- � STREET AREAS I OUT OF STREET ARFJS VARIES + MME ... -\ 6' I - '— BU4G+N0 SEWER PIPE,512E P5 SPECIFIED a.MAID SAW CUT •i% -- � A-- w — — MATCH WIDTH v �•� EX1511NG SECII /`TT M A 2" OF 3/4"-0' BASEROCK RESURFACING /•'// Ra LINE � / PLANT FABRICATED TEE FITTING a_ COMPACTED SUBCA ADE Z" OF 3/4' - 0' :.. :• :••• :•••.' //// ON SEWERS 10" AND SMALLER. �ACA'INSTL PLUG TO -'SFr EXqANSON 6' X 6' • • • • • • • • _ J 10 GA. MESH • j/� F+ELD TAP ON EXISTING NG SCrERS - — - SIDEWALK ADJACENT TO CURB • • • •• AND NEW SEWERS LARGER tN.N PREVENT RVG r /� BLowOFF 5 SECURE v J r �' •• • �j THAN le", jll4 IN PLACE WITH \ ■ CON FRACTION SIDEWAIK - • • • ••• /-/// "// I / JOINTS • � , I TRENCH BACKfII I. a CURB J01 S-, H 5' MIN. ---- ROW CLASS B• r- SEWER M414 �___ CURB PLAN ---- �� � _ 6, • BACKFILL• gASS A ,� OR UT[ML I A FACE OF CURB . • • I BACrI _ 1 �. 2' _ 0•—. ExTE AT LEAST 5-0 MIN. I 5'-0 MIN. ROAD • • // - 2 AAOvc SUPIACE /(� GROII+D 13'-0' 1 (10 5'-0 MAIL r 15'-0• MAX. J'-0• �"�' . . _.� i' - . •••: . j j j o -1/ SURFACE [�..^ ELME� SEF NOTE 5 PLAN 2' OF 3/4'-0' BASEROCK / i USE EXISTING EXPANSION JOINT GRANULAR BACKF UL • •0•• MINIMUM SLOPE FOR rOR SAW'CUT AND PLACE COLD 1-1,2' EXPOSURE COMPACTED SUBGRADE • • • •• ; 6"PIPE•O Oi O, FOR SERVICR. P •"PIPE f 00:0 -SERVICE CONNECTION W SIDEWALK AWAY FROM CURB _ . • U NOTES: b `. I> MAGNETIC TAPE 5 ELEVATION 88 10 GA. MESH 1-1/2' ABOVE BASE 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS, 6 SACK MIX .;LUMP RANGE r+ GPEEN./B UCot LETTERS (STORM C"IN 6•- OF 1-1/2' TO Y. a q D GRE VJ-1BUCK LET�xS !STORM tYu+Nl Q v o ,� rte`- = 2. PANELS TO BE 5 FEET LONG. STREET '• �• rf v •. •T • . ? 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, - 2' OF COMPACTED J/4'-0' AGGREGATE UTILITY VAULTS, WMEELCH/JR RAMPS, h AT SPACING NOT TO EXCEED 45 FEET. , ' PIPE BASE - _ �'• . •'SECTION A-A 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME nME AS THE BACKFILL IN STREET AREAS _ 3S SPE PIPE ZONE MATERIAL NOTES CURB, THE JOINT BETWEEN HEM SHALL BE A TROWELED JOINT VATfI A MIN. 1/2" RADIUS. _ AS SPECIFIED \ 1 1. CONCRETE SHALL BE COMMERCIAL MIX •A• SUPPORT RA WITH \/ 5. SIDEWALK -HALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE 1. IF S/W IS AGAINST CURB, FILL I �.�.- BEDDING GRAVEL, 2. CURB JOINT SHALL BE A TROWELED JOINT WITH A MINIMUM 1/2• RADIUS CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. ROKX TO BACK OF S/W. MINIMUM 2'0" wIDE SIDE ALONG BACK OF CURB. OTHERWISE SIDEWALK SHALL HAVF. A MINIMUM THICKNESS OF 4 INCHES 2 IF S/W IS NOT AGAINST GUREi, 1 3. EXPANSION JOINTS SHALL BE 1/2' PREMOLDED ASPHALT IMPREGNATED 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3- DIAMETER FILL ROCK 2' BACK FROM CURB. l ij MATERIAL OR EQUAL, EXTENDING FROM SUBGRADE TO FINISH GRADE. PLASTIC PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE Iu• PIPE BEDDING AND BUILD 1 NG SEWER Z COMMERCIAL DRIVEWAY CONCRETE SIDEWALK BACKFILL DETAILS �`' lv REFEFtENCE APPROVED BY ORAMN BT (� V REFERENCE APPROVED BY DRAWN BY REFIERENrl AFRROVED BY DRAM BY CAN CITY OF TIGARD CO. ccMMEACIW CN! CITY QF TIGARD WAS1L CO. CS-300 CAB CITY OF TIGARD "-400 aaoa uf s•w•iRQ•A"ncr SCAEE DATE DRAWND NO. SCJLLL DATE D 41 SCALE DAT[ DNC:F1E of Whinplon County WASH�G't N.T.S 7-9-91 2DETM5\CGIIYE7�MDwC ��1 N.TA 7-9-97 20ETM3\CDNC-SW-DWO II �'t N.T.S 7-B-11J .E DETAL3�1'imED•EIMR Dwg No. 300 Z 00 II r' I 3/4• SQUARE oy,. A A B FRAME 00STANDARD CAST COVERRON 4 _� tL - -- GRADE RI MA/MOLC PVC SADDLE (TEE) GRutRINc •• YIN. STRAP RETAINER RIDGES FINISH GRADE _ RUBBER GASKET F�■, r�' ■ATERTIPfT PIPE PLUG 6 I H. NOTE: `��. PROVIDE 3/4•-0 root A SECTION B-B CLEANOUT INSTALLATIONS ARE WINE%:JM Or 6• AROUND 6" LIMITED TO EASEMENT AREAS ctEANDUT SEWER PIPE – I �— Ok MAY BE ALLOWED ON A TEMPORARY BASIS IN ;— RIGHT-OF-WADS, r n i VJ – – SECTION A-A 14 STAINLESS STEEL STRAP �– ♦�ti.f ♦! I*A• ALLEN MEAD Bats w : I• LONG Rcussc0 ■ PVC SADDLE SHALL BE ASTM 3034 SDR 35 W ■ PVC COMPOUNDS SHALL BE ASTM D1784 WITH CELL CLASS OF 12454-B/C OR 12364-C ,r I t E•:1:I; s, �.� T ■ ALL EL.45TOMERIC SEALS (RUBBER GASKETS) SHALL 8E ASTM F477 7 ■ STAINLESS STEEL BANDS SHALL BE 300 SERIES, FULL 9/16• WIDTH BAND, 5/16' SHOULDERED HEX HEAD, SLOTTED SCREW AND IS CADIUM PLATED, I 3�A•_D coNuctc cNC�s[D 3/41-0 art CARBON STEEL. In INSERTION HOLE SHALL BE CORE DRILLED. DETAIL ^��.(Jp/wer J3146 1,7/,)p) CLEANOUT RING 6�,4- �Iv lf'��dnJ { STANDARD CLEAN OUT Ak ®v i V GASKETED unified am AND COVER UfApunfflad ency 0A �� I-f DRAWING NO• 150 P DRAWING N0. 155 _� SADDLE ufn QO a"nncy DRAWING N0. 350 / 1 ? �4���n� u 0 z W m Eco SI PRO, � N��SI11,/ DATE JAN. 1996 !`�/ 12,82 \c2 SCALE 1"=20' r , ✓4 va _ DRANM L D I e.1p . -�u�� l l \ �6 OREGON 0h / / J08 95-54 Ultra Avef1L1P, 12585 11 F,r 16 \�'n f3UP 96-0043,MFC 96-001851T ti X14 CS, f3U 96-0001.PLM 96-0027 CIS S� � _ OF 3 SHEETS If Ibis 11olice ,ylllcars cle,tt•cl. 111,111 file document, the document is of marginal quall'ty. k�LIIIIJ�I 111 �����t�� ����1.� .�� ►�1�I�IJ1�1�1J1 ��l�i�IJl�1�l rT�I�I�IJi�r�I I' 1���I�IJ1�1�1 1 I�1�1�IJ1�1�1 I�I�I�III�I�I l���I�I�i�l,�! �:': . z.� .. . 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